昆明东川城区后山泥石流特征及成因分析

东川区是云南省也是我国泥石流暴发最强烈的地区之一。其突出特点是沟谷数量多、密度大、活动频繁、破坏损失严重、防治困难,严重威胁东川城区人民生命财产安全。论文详细分析了城区后山5条泥石流沟的暴发成因和特征。其泥石流以稀性泥石流为主,重度1.5~2.0 kN/m3之间。该区泥石流之所以如此发育,主要是地质地理环境起控制作用。东川区地质构造发育、地震频繁、山体失稳、地形高差悬殊和雨量集中且暴雨强度大等,是导致本区泥石流频繁而猛烈的根本原因。而人类不合理的经济活动则对本区泥石流的发生发展起着重要的加剧、恶化作用。论文的分析不仅对决策机构制定防治措施具有借鉴意义,且对东川城区后山“五沟”泥石流的修复治理具有重要意义。     

秦岭造山带核部杂岩向西的侧向运移

秦岭造山带核部杂岩即秦岭杂岩南北两侧商丹、朱夏边界剪切带逆-左行和逆(正)-右行相配套的剪切、杂岩内部广泛发育的东倾的A型构造、变质作用的近等温降压以及花岗岩体侵位中心的向东偏移的特点揭示,该杂岩相对两侧古生代地层发生过(晚加里东-早海西期)向西的平行造山带的侧向运移、抬升;水平相对位移量约32-86km:垂向相对抬升量约为15-40km:其动力学背景是杂岩两侧盆地由东向西剪刀状双向俯冲闭合造成的侧向挤出。     

顾及多因子影响的中国西部地区大气加权平均温度模型精化研究

针对中国西部地区地形起伏较大等情况,分析大气加权平均温度(Tm)与测站高程、地面温度的关系,利用2014?2016年探空数据,在Bevis模型基础上建立一种与地面温度、高程和季节变化有关的新Tm模型.以2017年探空数据为参考值,对新模型进行精度分析,并与广泛使用的Bevis模型和GPT2w模型进行精度比较.结果表明,...     

A New Carcharodontosauria (Theropoda) from the Early Cretaceous of Guangxi, Southern China

A new large-bodied theropod dinosaur,Datanglong guangxiensis gen.et sp.nov.,was recovered from the Lower Cretaceous Xinlong Formation of the Datang Basin,Guangxi.It is unique in several features including:posteriormost dorsal vertebra with teardrop-shaped pneumatic foramen confined by enlarged pcdl,acpl and the centrum; posteriormost dorsal with well-developed,horizontal prpl; posteriormost dorsal with a parapophysis projecting more laterally than the diapophysis; brevis fossa shallow with short,ridge-like medial blade; and iliac pubic peduncle with posteroventrally expanded margin.Cladistic analysis supports the idea that this new taxon Datanglong guangxiensis is a primitive member of the Carcharodontosauria in possessing two unambiguous synapomorphies:large external pneumatic foramina and internal spaces present in the lateral surface of ilium,and a peg-and-socket ischiac articulation with the ilium.The presence of the new taxon from Guangxi further confirms that Carcharodontosauria were cosmopolitan large-bodied predators during the Early–mid Cretaceous.     

东昆仑热液金成矿带及其找矿方向

东昆化热液金成矿作用较强,构造控制明显。作划分出两条金成矿带,分别称为北昆仑金成矿带和南昆仑金成矿带,它们受区域地质演化控制,呈近ＥＷ向分布,各民矿和容矿构造均呈ＮＷ向。中论述了各成矿带的主要特征和具体差异,指出了成矿远景和找矿方向。     

河口湾水动力环境对滩涂利用的累积响应——以珠江口伶仃洋为例

为揭示河口湾水动力环境对滩涂利用的累积响应过程,以珠江口伶仃洋河口湾为例,基于潮波数学模型和潮流数学模型,研究了1981年以来湾内进出潮量、分潮振幅和潮流流速的累积变化。结果表明:相对于1981年,2018年岸线条件下伶仃洋湾口断面涨落潮量累积减少4.9%~6.0%、内伶仃断面涨落潮量累积减少9.0%~12.8%、深圳湾断面涨落潮量累积减少17.8%、南沙断面涨落潮量累积减少5.0%~6.3%;伶仃洋M₂分潮振幅呈增加趋势,振幅增幅由南向北增加,潮波由南向北变形进一步加剧;伶仃洋最大可能潮差变化与M₂分潮振幅变化趋势一致,潮汐性质没有发生变化;伶仃洋潮流流速总体减小,西岸流速减幅高于东岸,湾顶附近流速略有增加。     

利用等效墩法估算抗拔群桩基础的变形

根据荷载传递理论,提出了一个计算抗拔单桩位移的十分有效的迭代算法及预测抗拔群桩变形的简化分析方法。根据等效墩原理,将抗拔群桩基础简化为单一的墩基础,从而可以将单桩变形研究成果应用于群桩变形分析中。通过与现场试验结果进行比较表明,该方法不但可以大大节省抗拔群桩变形的计算时间,而且计算结果与实测结果也较为相符。     

藏南邦布大型金矿成矿流体He-Ar-S同位素组成及其成矿意义

邦布金矿床位于青藏高原雅鲁藏布江结合带东段南侧,矿体受大型脆-韧性剪切带的次级断裂控制,其一系列地质地球化学特征显示该矿属于造山型金矿。其含金石英脉中黄铁矿的流体包裹体3He/4He=0.174～1.010Ra,40Ar/36Ar=311.9～1724.9,矿物δ34S=2.8‰～4.7‰,平均3.6‰;围岩中不含金黄铁矿流体包裹体3He/4He=0.01137Ra,40Ar/36Ar=1709.7,矿物δ34S=6.5‰,显示邦布金矿成矿流体主要由地壳流体组成,但其中有地幔流体的加入,幔源He占2.7%～16.7%。由壳幔相互作用导致的幔源流体的加入是邦布金矿重要的成矿条件。在印度板块与欧亚大陆板块碰撞过程中,形成切穿地壳的纵向剪切带,深源地幔流体上升,与地壳来源的富CO2流体混合,由于温度和压力下降和流体沸腾导致含金硫化物和石英结晶,并在其次级断裂构造中形成邦布金矿体。     

A multi-index coupling system of ice slope stability and its application

Based on the Simplified Bishop Method, the minimum safety factor of ice slope both with and without tension cracks is calculated in combination with triaxial compression tests. It is found that there exists a critical depth for each crack. Then, factors influencing ice slope stability such as slope ratio, slope height, ice cohesion, internal friction angle, unit weight and temperature were analyzed. Meanwhile, a regression equation between the aforementioned factors and safety factor is obtained, with which sensitivity analysis is carried out. The performance function is built in combination with random distribution of physical and mechanical parameters to analyze the reliability index. The Advanced First Order Second Moment Method is employed on the solution to the performance function. The one-way coupling system of ice slope stability is therefore formed based on safety factor and reliability index. Finally, an illustrated example of ice slope is provided, which shows that failure probability is relatively high, up to 6.18%, although safety factor is 2.77. Thus, it is objective and reasonable to apply the coupled system method to the slope stability rating.